Evaluation of the Combined Use of Waste Paper Sludge Ash and Nanomaterials on Mechanical Properties and Durability of High Strength Concretes

Document Type : Original Article

Authors

1 Department of Civil Engineering, Qeshm Branch, Islamic Azad University, Qeshm, Iran.

2 Department of Civil Engineering, University of Mohaghegh Ardabili, Ardabil, Iran.

3 Department of Civil Engineering, University of Qom, Qom, Iran

Abstract

The paper industry burns or buries a significant amount of waste paper sludge. This issue is not suitable from environmental and economic aspects. In this study, the mechanical and durability properties of high-strength concrete containing waste paper sludge ash (WPSA) were evaluated. The variables were WPSA (0, 5, 10, and 15% by weight of cement), silica nanoparticles (0 and 2.5 by weight of cement), and aluminum oxide nanoparticles (0 and 2.5 by weight of cement). Compressive strength, splitting tensile strength, flexural strength, and ultrasonic pulse velocity testswere conducted to evaluate the mechanical properties. The durability properties were also investigated using water penetration depth, water absorption, and electrical resistivity tests. The microstructure of the specimens was analyzed by preparing electron microscopic images. The combined effect of WPSA and nanoparticles on improving the mechanical and durability properties of high-strength concrete are better than using each of them alone. WPSA and nanoparticles react with calcium hydroxide formed due to cement's hydration, and silica produces hydrated calcium, which is the hard material that makes concrete strength. Consumption of calcium hydroxide and production of more hydrated calcium silicate in the presence of nanoparticles and WPSA are among the reasons for water absorption reduction, increased electrical resistance, and water penetration depth reduction in concrete specimens. By replacing part of the cement with WPSA, silica nanoparticles, and aluminum oxide nanoparticles, the transition zone between the aggregates strengthens, and the tensile and flexural strengths increased

Keywords


  1. Azmi, AN., Fauzi, MA., Nor. MD., Ridzuan, AR., and Arshad, MF., “Production of controlled low strength material utilizing waste paper sludge ash and recycled aggregate concrete.” In Matec web of conferences, EDP Sciences, Vol. 47, (2016). 01011.
  2. Karada, AG, and Awchat, GD., “A review on partial replacement of fine aggregate by waste paper sludge in concrete.” International Journal of Computer Science and Mobile Computing, Vol. 6, No. 6, (2017), 369-376.
  3. Ramirez, KG., Possan, E., Dezen, BG., and Colombo, M., “Potential uses of waste sludge in concrete production.” Management of Environmental Quality: An International Journal, Vol.28, No. 6, (2017), 821-838, DOI: org/10.1108/MEQ-09-2015-0178
  4. Mavroulidou, M., and Awoliyi, S., “A study on the potential use of paper sludge ash in concrete with glass aggregate.” Waste Management & Research, Vol. 36, No. 11, (2018), 1061-1065, DOI: org/10.1177/0734242X18801196.
  5. Patel, P., and Rajput, TS., “Practice of construction paper slush by restricted substitution of cement.” Journal of Management and Architecture Research. Vol. 1, No. 01, (2019), 1-3.
  6. Vashistha, P., Kumar, V., Singh, SK., Dutt, D., Tomar, G., Yadav, P., “Valorization of paper mill lime sludge via application in building construction materials: A review.” Construction and Building Materials, Vol. 30, No. 211, (2019), 371-382, DOI: org/10.1016/j.conbuildmat.2019.03.085.
  7. Babita, S., Saurabh, U., Abhishek, GK., Manoj, Y., Pranjal, B., Ravi, MK., and Pankaj, K., “Review paper on partial replacement of cement and aggregates with various industrial waste material and its effect on concrete properties”. In Recycled Waste Materials, Vol. 32, (2019), 111-117, DOI: org/10.1007/978-981-13-7017-5_13.
  8. Fava, G., Ruello, ML., Corinaldesi, V., “Paper mill sludge ash as supplementary cementitious material.” Journal of Materials in Civil Engineering, Vol. 23, No. 6, (2010), 772-776, DOI: org/10.1061/(ASCE)MT.1943-5533.0000218.
  9. Wong, HS, Barakat, R., Alhilali, A., Saleh, M., Cheeseman, CR., “Hydrophobic concrete using waste paper sludge ash.” Cement and Concrete Research, Vol. 70, (2015), 9-20, DOI: org/10.1016/j.cemconres.2015.01.005.
  10. Dunster, A.M., “Paper sludge and paper sludge ash in Portland cement manufacture”. MinRes Case Study, Building Research Establishment, Garston, (2007).
  11. Bai, J., Chaipanich, A., Kinuthia, JM., O'farrell, M., Sabir, BB., Wild, S., and Lewis, MH., “Compressive strength and hydration of wastepaper sludge ash–ground granulated blastfurnace slag blended pastes.” Cement and Concrete Research, Vol. 33, No. 8, (2003), 1189-1202, DOI: org/10.1016/S0008-8846(03)00042-5
  12. Mozaffari, E., Kinuthia, JM., Bai, J., and Wild, S., “An investigation into the strength development of wastepaper sludge ash blended with ground granulated blastfurnace slag.” Cement and Concrete Research, Vol. 39, No. 10, (2009), 942-949, DOI: org/10.1016/j.cemconres.2009.07.001.
  13. Pera, J., and Amrouz A. “Development of highly reactive metakaolin from paper sludge.” Advanced Cement Based Materials, Vol. 7, No. 2, (1998), 49-56, DOI: org/10.1016/S1065-7355(97)00016-3.
  14. Sutcu, M., and Akkurt, S., “Utilization of recycled paper processing residues and clay of different sources for the production of porous anorthite ceramics.” Journal of the European Ceramic Society, Vol. 30, No. 8, (2010), 1785-1793, DOI: org/10.1016/j.jeurceramsoc.2010.01.038.
  15. Ismail, M., Ismail, M. A., and Keok, L. S. “Fabrication of bricks from paper sludge and palm oil fuel ash”. Concrete Research Letters, 1, No. 2, (2010), 60-66.
  16. Martínez, C., Cotes, T., and Corpas, FA., “Recovering wastes from the paper industry: Development of ceramic materials.” Fuel Processing Technology, Vol. 1, No. 103, (2012), 117-124, DOI: org/10.1016/j.fuproc.2011.10.017
  17. Ahmad, S., Malik, MI., Wani, MB., Ahmad, R., “Study of concrete involving use of waste paper sludge ash as partial replacement of cement.” IOSR Journal of Engineering, Vol. 3, No. 11, (2013), 6-15, DOI: 9790/3021-031130615
  18. Pourazar, J., Najarchi, M., Sanaati, B., Najafizadeh, MM., and Mirhosseini, SM., “The experimental assessment of the effect of paper waste ash and silica fume on improvement of concrete behavior.” KSCE Journal of Civil Engineering, Vol. 23, (2019), 4503-4515, DOI: org/10.1007/s12205-019-0678-x
  19. Mavroulidou, M., and Shah, S., “Alkali-activated slag concrete with paper industry waste.” Waste Management & Research, Vol. 39, No. 3, (2021), 466-472, DOI: org/10.1177/0734242X20983890.
  20. Arel, H. S., and Thomas, B. S. “The effects of nano-and micro-particle additives on the durability and mechanical properties of mortars exposed to internal and external sulfate attacks”. Results in Physics, Vol. 7, 843-851. (2017), 843-851, DOI: org/10.1016/j.rinp.2017.02.009.
  21. Yang, H., Monasterio, M., Zheng, D., Cui, H., Tang, W., Bao, X., and Chen, X., “Effects of nano silica on the properties of cement-based materials: A comprehensive review.” Construction and Building Materials, Vol. 282, (2021), 122715, DOI: org/10.1016/j.conbuildmat.2021.122715.
  22. Gopalakrishnan, R., and Jeyalakshmi, R., “Strength deterioration of nano-silica contained in ordinary Portland cement concretes in aggressive sulfate environments”. The European Physical Journal Plus, Vol. 133. No. 351, (2018), DOI: org/10.1140/epjp/i2018-12162-3.
  23. Mirgozar Langaroudi, M. A., and Mohammadi, Y., “Effect of nano-clay on the freeze–thaw resistance of self-compacting concrete containing mineral admixtures”. European Journal of Environmental and Civil Engineering, (2019), 1-20. DOI: org/10.1080/19648189.2019.1665107.
  24. Al-Tersawy, S. H., El-Sadany, R. A., and Sallam, H. E. M., “Long-term behavior of normal weight concrete containing hybrid nanoparticles subjected to gamma radiation.” Archives of Civil and Mechanical Engineering, Vol. 21, No. 1, (2021), 1-18, DOI: org/10.1007/s43452-020-00157-4.
  25. Chu, S. H., Li, L. G., and Kwan, A. K. H., “Development of extrudable high strength fiber reinforced concrete incorporating nano calcium carbonate”. Additive Manufacturing, Vol. 37, (2021), 101617, DOI: org/10.1016/j.addma.2020.101617.
  26. Faez, A., Sayari, a., and Manie, S., “Mechanical and rheological properties of self-compacting concrete containing Al2O3 nanoparticles and silica fume.” Iranian Journal of Science and Technology, Transactions of Civil Engineering, 44, (2020), 217-227, DOI:10.1007/s40996-019-00339-y.
  27. Ghanbari, M., Kohnehpooshi, O., and Tohidi, M., “Experimental Study of the Combined Use of Fiber and Nano Silica Particles on the Properties of Lightweight Self Compacting Concrete”. International Journal of Engineering, Transactions B: Applications, Vol. 33, No. 8, (2020), 1499-1511. DOI: 10.5829/ije.2020.33.08b.08.
  28. Heidarzad Moghaddam, H., Maleki, A., and Lotfollahi-Yaghin, M. A. “Durability and Mechanical Properties of Self-compacting Concretes with Combined Use of Aluminium Oxide Nanoparticles and Glass Fiber”. International Journal of Engineering, Transactions A: Basics, Vol. 34, No. 1, (2021), 26-38, DOI: 5829/ije.2021.34.01a.04.
  29. Mostafa, S. A., El-Deeb, M. M., Farghali, A. A., and Faried, A. S. “Evaluation of the nano silica and nano waste materials on the corrosion protection of high strength steel embedded in ultra-high performance concrete”. Scientific Reports, Vol. 11, No. 1, (2021), 1-16, DOI: org/10.1038/s41598-021-82322-0.
  30. Fahmy, N. G. E., El-Mashery, R., Sadeek, R. A., and El-Hafaz, A. “Influence of Nano Particles in the Flexural Behavior of High-Strength Reinforced Concrete Beams.” In Advanced Materials Research, Vol. 1160, (2021), 25-43, DOI: org/10.4028/www.scientific.net/AMR.1160.25.
  31. ASTM C330/ C330M-17a, Standard Specification for Lightweight Aggregates for Structural Concrete, ASTM International, West Conshohocken, PA, (2017).
  32. ASTM C150/ C150M-20, Standard Specification for Portland Cement, ASTM International, West Conshohocken, PA, (2020), www.astm.org
  33. Li, Z., Wang, H., He, S., Lu, Y., and Wang, M., “Investigations on the preparation andmechanical properties of the nano-alumina reinforced cement composite.”, Materials Letters, Vol. 60, No. 3, (2006), 356-359.
  34. ASTM C494 / C494M-19, Standard Specification for Chemical Admixtures for Concrete, ASTM International, West Conshohocken, PA, (2019), www.astm.org
  35. ASTM C1602/ C1602M-18, Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete, ASTM International, West Conshohocken, PA, (2018), astm.org
  36. Shadmand, M., Hedayatnasab, A., and Kohnehpooshi, O. “Retrofitting of reinforced concrete beams with steel fiber reinforced composite jackets.” International Journal of Engineering, Transactions B: Applications, Vol. 33, No. 5, (2020), 770-783, DOI: 10.5829/ije.2020.33.05b.08.
  37. ASTM C143 / C143M-20, Standard Test Method for Slump of Hydraulic-Cement Concrete, ASTM International, West Conshohocken, PA, (2020), astm.org
  38. ASTM C39/C39M-18, Standard test method for compressive strength of cylindrical concrtete speciemens, ASTM International, West Conshohocken, PA, (2018).
  39. ASTM C496/C496M-17, Standard test method for splitting tensile strength of cylindrical concrete specimens, ASTM International, West Conshohocken, PA, (2017).
  40. ASTM C293 / C293M-16, Standard Test Method for Flexural Strength of Concrete (Using Simple Beam With Center-Point Loading), ASTM International, West Conshohocken, PA, (2016), astm.org
  41. ASTM C597-16, Standard Test Method for Pulse Velocity Through Concrete, ASTM International, West Conshohocken, PA, 2016, astm.org
  42. ASTM C642-13, Standard Test Method for Density, Absorption, and Voids in Hardened Concrete, ASTM International, West Conshohocken, PA, (2013), astm.org
  43. DIN 1048-5., Test methods for concrete”. Deutsches, (1991).
  44. Shetty, MS. Concrete technology. S. Chand, Delhi, (2005).
  45. Elkey and E. J. Sellevold, “Electrical Resistivity of Concrete”, supplement 80, Norwegian Road Research Laboratory, Oslo, Norway, (1995).
  46. Song, H.S., and Saraswathy, V., “Corrosion monitoring of reinforced concrete structures-a review.” International journal of Electrochemical Science, Vol. 2, (2007), 1–28.
  47. ACI Committee 211, American Concrete Institute, Farmington Hills, Michigan, (1991).
  48. ASTM C192 / C192M-18, Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory, ASTM International, West Conshohocken, PA, 2018,
  49. ACI 318-99, "Building Requirements for Structural Concrete and Commentary", American Concrete Institute, Farmington Hills, Michigan, 393, (1999).
  50. CEB-FIP Model code. Comite Euro-International du Beton. London: Thomas Telford. Olukan, (1990).
  51. Oluokun, F.A. “Prediction concrete tensile strength from its compressive strength: evaluation of existing relations for normal weight concrete”. ACI Material Journal, Vol. 88, No. 3, (1991), 302-309.
  52. Grosse C.U., Reinhardt H.W., “New developments in quality control of concrete using ultrasound.” Proceedings of the international symposium on NDT in civil engineering, Berlin (2003).
  53. Krautkramer J., Krautkramer M., "Ultrasonic testing of materials", Berlin: Springer; (1990).
  54. Whitehurst, E. A. “Evaluation of concrete properties from sonic tests”. ACI Monograph, No. 2, (1966), 94.

CEB-FIP. “Diagnosis and assessment of concrete” structures-state of art report, CEB Bulletin, 83. (1989).